首页|盖挖法基坑上跨既有地铁盾构隧道方案研究

盖挖法基坑上跨既有地铁盾构隧道方案研究

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盖挖法基坑上跨既有地铁隧道施工势必导致既有隧道变形,依托北京某深大基坑工程,采用了ANSYS软件建立三维有限元模型,模拟了盖挖法基坑施工过程,讨论了注浆加固和围护桩参数变化对既有隧道变形的影响.研究表明:(1)注浆加固能够显著减小既有地铁隧道的变形.(2)围护桩参数的改变对既有地铁隧道变形的影响变化较小.
Research on the Scheme of Covered Excavation Method for Foundation Pit Overcrossing Existing Subway Shield Tunnels
The construction of the covered excavation method over existing subway tunnels will inevitably lead to deformation of the existing tunnel.Based on a deep foundation pit project in Beijing,a three-dimen-sional finite element model was established using ANSYS software to simulate the construction process of the covered excavation method foundation pit.The effects of grouting reinforcement and changes in the parameters of the retaining piles on the deformation of the existing tunnel were discussed.Research has shown that(1)grouting reinforcement can significantly reduce the deformation of existing subway tunnels.(2)The changes in the parameters of the retaining piles have a relatively small impact on the deformation of existing subway tun-nels.

covered excavation method foundation pitsubway tunnelnumerical simulationdeformation lawscheme comparison and selection

吴彬、付春青、彭华、马文辉、杨纬华、刘猛、刘彤

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北京市轨道交通建设管理有限公司,北京

北京城建轨道交通建设工程有限公司,北京

北京交通大学,北京

盖挖法基坑 地铁隧道 数值模拟 变形规律 方案比选

2024

科学技术创新
黑龙江省科普事业中心

科学技术创新

影响因子:0.842
ISSN:1673-1328
年,卷(期):2024.(9)
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